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paQe <br /> Project:216380 p �.�— '��qRRY LEPOWSKY / <br /> Location:09 EXIST BATH HIP GIRDER LOADS ONLY g�,.. D.F.P. PLANNING&DESIGN <br /> Multi-Loaded Multi-Span Beam ��. 9100 BALTIMORE STREET N.E.SUITE 106 a <br /> [2015 Intemational Building Code(2012 NDS)] BLAINE MINN. 55449 <br /> �.:� <br /> (2)1.751Nx11.8751Nx20.OFT <br /> 2.OE Microllam-iLevel Trus Joist StruCalc Version 9.0.2.5 3/31/2017 323:58 PM <br /> Section Adequate By: 13.1°/a <br /> Controlling Factor:Deflection <br /> CAUTIONS <br /> "Laminations are to be fully connected to provide uniform transfer of loads to all members <br /> DEFLECTIONS nter LOADING DIAGRAM <br /> Live Load 0.59 IN U407 <br /> Dead Load 0.27 in <br /> Total Load 0.86 IN U280 <br /> Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 <br /> REACTIONS A B <br /> Live Load 1600 Ib 1600 Ib <br /> Dead Load 730 Ib 730 Ib <br /> Total Load 2330 Ib 2330 Ib <br /> Bearing length 0.89 in 0.89 in <br /> BEAM DATA �1 <br /> Span Length 20 ft - -. .._ _ <br /> Unbraced Length-Top 20 ft — - - zo n — � <br /> � B <br /> Unbraced Length-Bottom 20 ft <br /> Live Load Duration Factor 1.00 <br /> Notch Depth 0.00 UNIFORM LOADS Center <br /> MATERIAL PROPERTIES Uniform Live Load 160 plf <br /> 2.OE Microllam-iLevel Trus Joist Uniform Dead Load 60 plf <br /> �ase Values A�i'usted Beam Self Weight 13 plf <br /> Bending Stress: Fb= 2600 psi Fb'= 2216 psi Total Uniform Load 233 plf <br /> Cd=1.Q0 CI=0.85 CF=1.00 <br /> Shear Stress: Fv= 285 psi Fv'= 285 psi <br /> Cd=1.00 <br /> Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi <br /> Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi <br /> Controlling Moment: 11649 ft-Ib <br /> 10.0 Ft from left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Controlling Shear: 2330 Ib <br /> At left support of span 2(Center Span) <br /> Created by combining all dead loads and live loads on span(s)2 <br /> Comparisons with required sections: Rea'd Provided <br /> Section Modulus: 63.08 in3 82.26 in3 <br /> Area(Shear): 12.26 in2 41.56 in2 <br /> Moment of Inertia(deflection): 431.93 in4 488.41 in4 <br /> Moment: 11649 ft-Ib 15191 ft-Ib <br /> Shear: 23301b 78971b <br /> NOTES <br /> � <br />